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Home My WebLink AboutGENERATOR CONCRETE PADPAD THICKNESS GENERATOR AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) AMERICAST •nIADa 1JNwIL�e1Dw1- F®r 1111 W A LIma M.9P:N6fa1M SiN AI"ev"AvA PonauPA R..fI911 xi mm1-war - m�a®P F�It HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE [EXP) RISK EXPOSURE (EXP) COUNTY I C D II C D III, IV C D P. BEACH 150 MPH 30.44 PSI 36.94 PSI 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 PSI 39.95 PSf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf 56.80 Psf ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR - r n CONCRETE MAC100 I GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54" LENGTH -� PLAN VIEW G) 50" 3" MIN MIN GENERATOR TABLE: BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005971 & 005883 30 KW 25.00 " 48.00 " 29.00 " 387lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 439 lbs 47.44 Psf EXP C 186 MPH &D 156 MPH " Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 513 lbs 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 4481bs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455 lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421lbs 47.44 Psf Generac 005875 & 005887, 20 KW 25.00" 48.00" 29.00" 451 lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 1 29.00" 516 lbs 1 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RES&20RES 14-20 KW 26.00" 48.00" 29.00" 5001bs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 Psf EXPC 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 484 lbs 43.83 Psf EXP C 180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf GE 40330GE&40333GE 20 KW 33.00" 48.00" 30.50" 600 lbs 43.83 Psf Briggs& Stratton 040243-0 10 KW 31'.00" 32.00" 34.00" 430 lbs 43.83 Psf Briggs & Stratton D40302-2 12 KW 33.75 " 50.00 " 31.60 " 507 lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton D40303-1 15 KW 33.75" 49.00" 31.60" 562 Pis 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton D40304-1 18 KW 33.75 " 49.00 " 31.60 " 568 lbs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75 " 49.00 " 31.60 " 570 His 44.00 Psf Generac 7035,7036, 7037 16 KW 25.00" 48.00" 29.00" 406 lbs 47.44 Psf EXP C 186 MPH &D 156 MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 29.00" 448 lbs 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466 lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: F 0 I = GENERATOR V, (SEE CONCRETE PAD w SCHEDULE FOR DIMENSIONS & WEIGHT GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS TO GENERATOR (SEE GENERATOR SPECS) THICK GALVANIZED WASHER& RUBBER VIBRATION PAD IT 0 �32" WIDTH 54" LENGTH SIDE VIEW FRONT VIEW FRONT VIEW 0 GENERATOR ANCHOR TO PAD SCHEDULE SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 MEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 4. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. S. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS 31a" SIMPSON MEN HD, SEE ANCHOR SCHEDULE 2"x3'x1%' GALV. STEEL - WASHER RUBBER VIBRATION PAD - J CONCRETE PAD 6,000 PSI CONCRETE PAD wN�ncic Mln (. 6,000 PSI LIGHTWEIGHT _ \ MASTERFIBER MAC 100 & ROAD MESH CONCRETE MIX NOTES: FOAM CORE 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS in I I L - WIND DESIGN REQUIREMENTS: (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult = 186 mph NOMINAL DESIGN WIND SPEED Vasd = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85 ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/ft2 FORCE COEFFICIENT Cf = 1.44 SCANNED WIND PRESSURE P = qh G Cf = 56.80 Ib/ft2 (ASD) BY GENERAL NOTES St. Lucie Count 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCUWTED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SUE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD' CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE 15 SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF 6, THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OFTHIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. a. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, eL. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-TIGHINESS SHALL BE THE FULL RESPONSIBILITY OPTING INSTALLING CONTRACTOR. 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN 15 BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY III -TILT 1 SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS ONSTRSPECIFIED CT HEREIN. WORK SHALL EXPRESS FIELD VERIFIED BY OTHERS ND GIVE CONSTRUCTION. ENGINEERING URWOR SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE FORMATAND ION CATION AND INSTALLATION FMATEOF MATEINGRIALS. FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRM OR AFFIRMATIONS ARE INTENDED. LINK L. BENNARDO, P.E. °#0046 9 03J� 018 )„_. u so- ORDON M. 0 B TTISTO' P.E. 2328 A D O 1 N V N OTICE: IFT SSNEET DOES CONTAIN AN IGNATURE & ENGINEER SEAL -THERE IS A DIGITAL IGNATIRE ON SHEET 1, THIS MEET IS PART OF A DIGITALLY IGNED FILE, SMALL REMAIN IN IGUAL FORMAT, & PRINTED OPIES OF THIS DOCUMENT RE NOT CONSIDERED OGNEI ND SEALED. IFTHERE IS NO IGUAL SIGNATURE ON SHEET 1 R THIS SHEET DOES NOT U o N z a �® wmMus F.M g�ON rF� U WL LLIA LL _X W. ZW 0 m0 LL r>Qsclll 'a O=CDAE O� t m o f WW O,N !UUiUu 0 wPO� U)Waiw 0, w 1 17-3961.1 1 Cd LT